hi, I have a problem.
I used two types of models to make the analysis
pushover. In the first model I used
nonlinearBeamColumn element in the second model I
used dispBeamColumn element.
The pushover curve obtained with the second model
is about double compared to the first model.
is such a thing possible?
thanks.
pushover
Moderators: silvia, selimgunay, Moderators
Re: pushover
It may happen if you just replace a nonlinearBeamColumn element with a dispBeamColumn element. The results you get using dispBeamColumn element are not correct. To get the same response you need more dispBeamColumn elements.
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Re: pushover
Thanks so much.
Re: pushover
Hello,
I've used beamWithHinges and dispBeamColumn, but I haven't used nonlinearbeamcolumn. Can you please tell me where the documentation is for that element? I have looked at the Element Command page on the Wiki, but it's not there.
To address the original question, would adding more integration points be a way to improve the output from the element?
Thanks
I've used beamWithHinges and dispBeamColumn, but I haven't used nonlinearbeamcolumn. Can you please tell me where the documentation is for that element? I have looked at the Element Command page on the Wiki, but it's not there.
To address the original question, would adding more integration points be a way to improve the output from the element?
Thanks
Re: pushover
Here is the documentation for nonlinearBeamColumn element.
http://opensees.berkeley.edu/wiki/index ... mn_Element
Adding integration points to dispBeamColumn element would not bring you to the same solution.
http://opensees.berkeley.edu/wiki/index ... mn_Element
Adding integration points to dispBeamColumn element would not bring you to the same solution.